Architectural and planning solutions

The building is rectangular in plan, has two floors, the floors are connected by a staircase. The basement is missing. On the ground floor there is a garage for 15 cars, which has 5 exits with rolling gates and a block of production, technical and service premises. On the second floor there are household, administrative premises and a ventilation chamber. The difference in the relief of the site is less than 1m. The mark of the floor of the 0.000st floor was taken as the mark of 1 and corresponds to the absolute mark of 208.85 m. Climatic (snow) region - III. Climatic (wind) region - I. Normative snow load - 180 kgf / m2. Normative high-speed wind pressure -23 kgf / m2. The prevailing winds are southeasterly. Humidity zone - wet. The average relative humidity is 82%. Estimated outdoor temperature: the coldest five-day period - (-27 s); the coldest day - (-35 s). The normative depth of soil freezing is 1,3 m.

Constructive decisions

The building was designed according to the frame scheme. The calculation of the foundations was made on the basis of engineering geological surveys. I carrying construktsii: metal frame from a hot-rolled profile (I-beam). Walls (enclosing structures): outer verst - ordinary brick (single), front SUR 150/50 according to GOST 379-95, thickness 75; internal verst - stone KR 2.1 NF / 150 / 1,0 / 100 according to GOST 530-2007 with a thickness of 380; insulation 40 mm thick - extruded polystyrene foam "Penoplex"; partitions - tongue-and-groove plates 80 mm thick. Funpile dams with monolithic grillage. Reroofs are prefabricated, reinforced concrete reinforced concrete. Окна ОП Г1 (4м1-10-4м1-10-4м1). Lestnitsa team of reinforced concrete. along metal stringers. The roof is single-pitched, covered with sandwich panels.